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Soft soil foundation reinforcing compaction pile construction device

A technology of soft soil foundation and construction device, which is applied in basic structure engineering, soil protection, construction, etc., can solve the problems of inclined settlement of compacted piles, reduce strength, affect the effect of compacted piles to strengthen soft soil foundation, etc. Bearing capacity and stability, improving integrity and integrity, increasing the effect of contact surfaces

Pending Publication Date: 2021-08-31
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, there is a regular and obvious contact surface between the compaction pile and the soft soil foundation on the side wall, and the surrounding soft soil will form active earth pressure on the compaction pile, and then produce concentrated extrusion on the compaction pile, which is likely to cause compaction The piles tilt and settle, and even reduce their strength, which in turn affects the effect of compaction piles on soft ground

Method used

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  • Soft soil foundation reinforcing compaction pile construction device
  • Soft soil foundation reinforcing compaction pile construction device
  • Soft soil foundation reinforcing compaction pile construction device

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0031] A construction device for compaction piles reinforced on soft ground provided by the present invention has a hole-forming pile tube 1 and a piling mechanism 2. The pile-driving mechanism 2 is located above the hole-forming pile tube 1 and is used for hammering the hole-forming pile tube 1. Until the hole-forming pile pipe 1 sinks into the target position, it also includes:

[0032] The hammering mechanism 3 is arranged coaxially with the hole-forming pile pipe 1, and can enter into the hole-forming pile pipe 1;

[0033] Compacting mechanism 4, including

[0034] The first bearing platform 41 is located inside the hole-forming pile pipe 1, and its bottom is provided with a first connecting shaft 43, and the hammering mechanism 3 can enter the hole-forming pile pipe 1 to hammer the first bearing platform 41;

[0035] Pile bottom tamping hammer 42 is located inside the hole-forming pile pipe 1 and is used to compact the soil in the hole-forming pile pipe 1. The top is pro...

Embodiment 2

[0040]On the basis of Example 1, it may appear that during the piling process, the side hole of the upper layer will be damaged under the action of vibration, and the impact of the horizontal impact hammer 47, which cannot ensure that the dust can be densely filled after filling the lime soil in the later stage In the side hole, therefore, on the basis of Embodiment 1, the present embodiment is provided with an inlet and outlet channel 7 corresponding to each horizontal impact hammer 47 one-to-one on the hole forming pile pipe 1, and the inlet and outlet channel 7 is connected with a material delivery channel 8, The feeding channel 8 is connected with a feeding device 9 . The access channel 7 is not only used as the access channel of the horizontal impact hammer 47, but also as the conveying channel of the material delivery channel 8. By filling the gray soil immediately after the horizontal side hole is formed, the displacement of the soil on the side wall due to the vibration...

Embodiment 3

[0043] On the basis of the above-mentioned embodiment, in order to guide the trajectory of the downward movement of the first connecting shaft 43, avoid reducing the impact on the second connecting shaft 44 due to the deviation of the first connecting shaft 43, and reduce the compaction effect, so the first connecting shaft 43 The upper half of the two connecting shafts 44 is a hollow structure, and the lower end of the first connecting shaft 43 is located in the hollow structure of the second connecting shaft 44 and is slidably connected with the inner wall of the hollow structure.

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Abstract

The invention discloses a soft soil foundation reinforcing compaction pile construction device, and belongs to the technical field of building construction. A hammering mechanism of the compaction pile construction device and a pore-forming pile pipe are coaxially arranged, and the hammering mechanism can enter the pore-forming pile pipe; a first connecting shaft is arranged at the bottom of a first bearing table, and the hammering mechanism can enter the hole-forming pile pipe to hammer the first bearing table; a pile bottom tamping hammer is located in the hole-forming pile pipe, a second connecting shaft is arranged on the top of the pile bottom tamping hammer, and a spring is arranged between the first connecting shaft and the second connecting shaft. A fixed seat is fixed at the bottom of the first bearing table; horizontal impact hammers are connected with the fixed seat through connecting push rods, the upper ends of the connecting push rods are hinged to the fixed seat, the lower ends of the connecting push rods are hinged to the ends, close to a central shaft of the hole-forming pile pipe, of the horizontal impact hammers, and through holes allowing the horizontal impact hammers to penetrate out are formed in the hole-forming pile pipe. According to the compaction pile construction device, the soft soil foundation and lime soil compaction piles are connected through side holes filled with a lime soil, and integrity and the unity of connection of the soft soil foundation and the lime soil compaction piles can be improved.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a construction device for reinforcing compaction piles on soft soil foundations. Background technique [0002] With the vigorous development of my country's transportation construction industry, the construction of high-speed railways and expressways is steadily advancing. These high-standard, high-load, high-speed engineering projects have higher requirements on the bearing capacity of the foundation. On the one hand, the foundation is required to be stable; on the other hand, the post-construction settlement is required to meet the requirements of relevant specifications. During engineering construction, it was found that in some areas, weak soil layers with high water content, high compressibility, low strength and poor bearing capacity are distributed, that is, soft soil foundation. Under the action of the upper load, the soft soil foundation is prone to proble...

Claims

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Application Information

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IPC IPC(8): E02D3/08
CPCE02D3/08
Inventor 薛志佳熊琦晏长根
Owner CHANGAN UNIV